|
| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil. |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.Ordinary rock. |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying cement concrete 1:4:8 mix (1 cement:4 course sand :8 graded stone aggregate 40mm nominal size) incl. Curing but cxcl. Cost of form work |
| 5 | Providing and laying cement concrete 1:3:6 mix (1 cement:3 course sand :6 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work |
| 6 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 7 | Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve orkability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works upto plinth level |
| 8 | Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve orkability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works above plinth level upto floor V level |
| 9 | Centering and shuttering including strutting, propping etc. And removal of form work for. Walls( any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 10 | Centering and shuttering including strutting, propping etc. And removal of form work for.Foundation, footing, bases of columns etc. For mass concrete. |
| 11 | Reinforcement for RCC work incl. straightening, cutting Bending , placing in position and binding all complete.(cold twisted bars) |
| 12 | Filling of stone behind crates. |
| 13 | Supply of stones. |
| 14 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion 110 mm diametre(weep hole ) |
| 15 | Providing steel rope crossing cost of steel rope 20mm dia,U clamp,iron clamo/hooks,labour charges for stretching the steel rope in position hire charges of chain pulley along with the operator, laying and fitting of G.I pipes all complete |
| 16 | Providing of 4mm B.A wire knitted crates of mesh size of 0.15mx0.15m with end lids and size of crates 6mx1.5mx1.5m including 4mm B.A wire complete item specification as per IS Standard |
| 17 | .Carriage of cement by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 20Km and 500 m H/L |
| 18 | .Carriage of steel by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 20Km and 500 m H/L |
| 19 | .Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 20Km And 500m H/L |
| 20 | .Carriage of stone aggregate (Crushed) below 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 20Km and 500m H/L |
| 21 | Carriage of Soling stone/ boulders by mechanical transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 5km by Mt |
| 22 | Carriage of Soling stone/ boulders by Head Load from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 500m |
| 23 | .Carriage of Crates by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 170km by MT Please Enable Macros to View BoQ information |
